Military Engineer Services Tender
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Military Engineer Services - MES Tender
Eprocure
Opening Date10 Jan 2025
Closing Date24 Jan 2025
Tender Amount₹ 45,30,000
Costs
EMD
₹ 90,600Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_685951_2Tender No
GE(A)/GNR/TOKEN/75 of 2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Removing excavated material (soil) exc. 250m but n.exc. 500m and depositing where directed.
25
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M&L for plain cement concrete type D2, 1:4:8 (40 mm graded aggregate) as in foundation filling and mass concrete for embedding of posts ect complete all as specified and directed.
9
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M&L RCC M-25 (Design Mix) as in foundation, including raft, footings, foundation beams, plinth beams, bases for columns etc complete all as specified and directed.
22
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M&L form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, plinth beams or similar works vertical or to batter for rough finished surface of concrete complete all ass pecified and directed.
92
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M&L mild steel TMT bars 10mm dia and over, cut to length, bent to shape required incl cranking, bending spirally for hopping for columns hooking ends and binding with MS wire (annealed) not less than 0.9mm dia complete all as specified and directed.
1350
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M&L PCC 1:3:6 type C-2 using 40mm graded aggregate as in foundation filling and mass concrete complete all as specified and directed.
4
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M&L for Hardcore of broken stone of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface
52
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M&L for PCC 150 mm thick 1:5:10 type E-2 (using 40 mm graded stone aggregate) as in subbase of floors etc, complete all as specified and directed.
52
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M&L for Cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre ,including mixing Polyester Relince Recron 3S, 125 gram /50 kg Cement , thickness of concrete 25 cm or less, including complete Form work all as specified and directed .
52
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Supply only polyster triangular fiber as secondary reinforcement in all types of concrete and mortars.(@ 0.25% by Weight of Cement)
52
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M&L for Forming Contraction (Dummy) joints 65 mm deep x 10mm wide, filled with sealing compound grade 'A'
26
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Finishing surface to concrete roads, pavements, by brooming
33
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M&L for 75 mm thick cement concrete 1:3:6 type c2 using 40mm graded stone aggregate as in plinth protection ,finishing cement concrete surfaces even and smoth without using extra cement complete all as specified anddirected.
55
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M&L precast cement concrete Block Masonary with soilid blocks type C1 1:3:6 20mm graded stone aggregate exc 10cm in width and setting in mortar 1:6 complete all as specified and directed .
30
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M&L for providing cement concrete type B1 (1:2:4) using 20mm graded stone aggregate, as in coping (50 mm thick) bed blocks including necessary form work complete all as specified and directed.
1
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M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement.
40
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Preparation of new plastered surface on wall and applying two coat of cement base paint over a coat of cement primer complete all as specified and directed.
40
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Excavation in post holes (or similar holes) in soft/disintegrated rock each not exc. 0.5 Cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, inlayers n.exc. 25cm in soft/loose soil and getting out complete all as specified.
15
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Providing reinforced cement concrete type B-l, 1:2:4 (20 mm graded aggregate) in precast posts, fencing posts,with groove to receve Precast concrete wall straining or terminal posts, struts etc. for fencing, average sectional area n exc 100 sq. cm, with or without chamfered angles and flat, splayed, rounded or mitred tops as directed and fixed.
0.5
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Providing precast cement concrete wall ,louvres and jallies, (40 to 45 mm thick) type B0 (12.5 mm graded aggregate) 25mm thick (mea sured solid), including all mould- ings but excluding frame set in cement mortar 1:4.
60
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M & L Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour (as approved by GE) having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws all as specified and directed.
495
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M & L Pre- painted galvalume aluminum zinc coating GI based plain steel sheet 0.50 mm thick of an colour (as approved by GE) having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws all as specified and directed.
25
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S&F for steel work as in tubelar truss incl special shaped washer etc complete using erw or induction butt weld ed tubes confirming to IS 1161-1979 gde st-240,including gusset plate pole etc .
9500
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M&L for rolled sections as in framing for cladding, stiffner,glazing and the like fixed with angle cleats and connecting plates, etc complete all as specified and as directed.
800
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S&F hand rails ,half round or other steel section or core for wooden hand -rail straight portion ,drilled and counters sunk for balusters runnin gbars , for doors ,baluters nosing to steps including embeding in concrete and screwing etc ,wind ties for roof including securingbolts complete all as specified and directed.
450
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S&F rolled sections as in main and cross beams, jip and jack rafters purlins where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates in Fe-290 (Gde E-165) complete all as specified and directed.
1500
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M&L for two coats of synthetic enamel paint over a coat of red oxide primer incl preparation of new steel surface complete.
200
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Supply & fix purpose made crew bolts with hexogonal or square heads at one end and screwed the other , or screwed both ends , each screwed end to be fitted with washers and one hexogonal or square nut 20 mm dia and exc. 50 cm long complete all as specified and as directed.
100
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Rough excavation not exceeding 1.5 m deep and getting out in soft / loose soil complete all as specified & directed.
72
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Removing excavated material soil exceeding 1.50 km but not exceeding 5 km and depositing where directed at a level not exceeding 1.5 meter above the starting point complete all as specified and as directed.
72
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Rolling and consolidation to required gradient and camber of formation surface in cutting by 8 to 12 tonne power road roller including filling in depression which occur during rolling complete all as specified and as directed.
24
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Material and labour for 200 mm thick soling (or sub base) with broker boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber in Two layers of 75 mm thich each by 8 to 10 tonne vibro type road roller complete all as specified and as directed.
24
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Laying and compacting 100 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MORTH specifications for Road and Bridge works 2013 complete all as specified and as directed
24
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Material and labour for preparing the road side berms, removing vegetation, loose spoils, spreading avg 75 mm thick Moorum/ red bajri filling in floors or pavings, laid in layers not exceeding 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed.
2
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Material and labour for preparing unsurfaced WMM surfaces by brushing with wire brushes for removing caked mud, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly prime coat Bitumen emultion on WMM @ of 7.5 kg per 10 sqm per clause 502.2.2 of MORT&H specification compelte all as specified and as directed.
24
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Material and labour for premix bituminious macadam (BM) 75mm thick for grading 2 as given in Table 500-10 on page no 177 of MORT&H with 4.5% binder content (VG-40) by weight of total mix with rock dust filler 2% as per design mix using mechanical paver with string sensor with Marshal stability 9.0 KN at 60 degree c, laid to required gradient and camber complete all as specified and as directed.
12
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Material and labour for preparing BM/WMM surface by brushing with mechanical brooms and high pressure jet for removing caked mud etc and applying evenly a priming coat of VG-10 grade paving bitumen at 2.5 kg per 10 sqm by using mechanical sprayer complete all as specified and directed.
24
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Material and labour for providing 40mm thick consolidated thickness bituminous premixed semi dense asphaltic concrete with 5.5% binder content (VG-40) by weight of total mix, with hydrated lime filler 2% (if recommended in trial mix) using mechanical paver with string sensor with Marshal stability 9.0 KN at 60 degree C laid by mechanical paver, rolled and compacted to required camber and gradient to achieve a uniform smooth surface complete all as specified and as directed.
24
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M&L for preparation of bituminous surface and applying road marking 2 mm thick centre lines ,stop lines ,dashes ,arrows etc .and the like n exc 10 cm wide on road pavement s with hot applied thermoplastic road marking paint of approved colour confirming to BS 3262-1989 with 20% glass beads (intermixed) spread and laid automatic mechanical machinen engine at approx temperature of 160 degree celcius with special applicator machine all as per manufacturet instructions and all as specified and as directed.
45
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S&F cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions.(Make- 2M, Cats eye, Dark eye)
20
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Supply and fixing in metal tubular dealineator made out of ABS round body fitted with 2 Numbers 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/ 50 mm dia mild steel pipe of 600 mm height duly powder coated and thermoplastic polyester elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embeding in PCC 1:2:4 (150 mm x 150 mm x 300 mm) type B1 complete all as specified and as directed.(Make- 2M, Cats eye, Dark eye)
6
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S&F in solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 120mm x 120mm x 25mm (shank 60mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed. (Make- 2M, Cats eye, Dark eye)
7
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M&L for point wiring for one light/fan/bell point controlled by one switch one way in & including PVC conduit concealed in brick or stone wall using FRLS PVC unsheathed mulitstrand coppoer conductor wire 1.5 sqmm single core (for phase, neurtral & earth) including modular white cover plate with frame of suitable modules over modular metal flush box concealed type for mounting switch, socket, fan regulator and earth continuity wire connected to common earth dolly, completed all as specified and directed by Engineer-in-Charge. Note : (a) Wiring shall be done by using proper colour coding.
29
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All as per Ser Item No. 46 here-in-before but for 6 Amp socket outlet on independent board complete all as specified and directed by Engineer-in-Charge.
5
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All as per Ser Item No. 46 here-in-before but for 6/16 Amp socket outlet using 2.5 Sqmm sngle core wire (for phase, nuetral and earth) complete all as specified and directed by Engineer-in-Charge.
5
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S&F modular switch piano, flush type 6 Amps one way 230 volts complete all s specified and directed by Engineer-in-Charge.
29
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S&F modular socket outlet 2-3 pin 6 & 16 Amps flush type 230 volts complete all s specified and directed by Engineer-in-Charge.
5
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S&F modular socket 3 pin 6 Amps flush type 230 volts complete all as specfied and directed by Engineer-in-Charge.
5
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S&F modular switch one way 16 Amps flush type 230 volts complete all s specified and directed by Engineer-in-Charge.
5
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S&F ceiling rose 3 terminal size 50 x 65mm surface type 230 volts complete all s specified and directed by Engineer-in-Charge.
29
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S&F LED compact fitting/batten for single LED tube of 1 x 20W, 220V, AC decorative box type 4ft with integral LED drive including 20W T8 tube rod complete all as specified and directed by Engineer-in-Charge.
21
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S&F sheet metal enclosure double door for DB's SPN 8 way 240 V having 200 A rated bus bar complete all as specified and directed by Engineer-in-Charge.
1
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S&F MCB SPN 32A, 240 V - 10 KA complete all as specified and directed by Engineer-in-Charge.
1
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S&F MCB SP-6 32A, 240 V - 10 KA complete all as specified and directed by Engineer-in-Charge.
6
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S&F 30W new generation energy saving and environmental friendly long life LED builing security light made up of pressure die cast aluminium housing with high efficeint LED as lighting source and PC cover having TOP opening separate driver compartment with IP66 protection and impact resistance of IK07 for bldg security light with GI pipe bracket of suitable size for fitting complete all as specified and directed by Engineer-in-Charge.
8
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Removal of surplus excavted material to a distance not exc 50 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed by Engineer-in-Charge.
18
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Sand cushioning to under ground cable with dry sand locally available 8cm thick before laying the cable 15 cm above the cable, stretching and testing of cable complete all as specified and directed by Engineer-in-Charge.
13
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Supply & laying sub class 'B' bricks for protection of cable and laid perpendicular to the trench all as specified and directed by Engineer-in-Charge.
1.35
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Supply and laying of Steel tubing light graded galvanised of size 25mm dia laid in trench for protection of cable complete all as specified and directed.
9
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Material and labour for cutting existing road/PCC/drain for laying of underground cable and including necessary earth work and making good to match with the existing surface with PCC 1:3:6 tuype C1 using 20mm graded aggregates complete all as specified and directed.
6
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Supply, laying in trenches or passing throught pipes and testing cable XLPE Insualated screened PVC bedded, galvanised steel strip or wire armored, electric power cables (Heavy duty) 1100 Volts grade with stranded aluminium conductor of size 6 Sqmm 2 Core.
190
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